Tender For Construction Of Recharge Shaft With Bore Hole To The Corporation Girls Higher Secondary School At Gugai In Division No: 46, Kondal Atty Ward Office Of Salem Corporation.
Tender Value
6.90 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
14 days left
EMD
6900
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Salem → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Recharge Shaft With Bore Hole To The Corporation Girls Higher Secondary School At Gugai In Division No: 46, Kondal Atty Ward Office Of Salem Corporation.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum |
| 2 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M- Sand) and six coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification |
| 3 | Supplying and erecting centering for vertical plain / RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers |
| 4 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification |
| 5 | Supplying and erecting centering for vertical plain / RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers |
| 6 | Overburden Drilling by RR Bit/ button bit as appropriate depending upon type and depth of overburden to accomodate casing pipe of size 160 mm ID including site preperation,collectionof litho samples at interval of 3.00 mtrs and preparation of lithology, etc. |
| 7 | PVC Special Blue Plain Pipes for Bore Well 160 mm dia |
| 8 | PVC Special Blue Slotted Pipes with nylon for Bore Well 160 mm |
| 9 | Lowering and jointing PVC slotted pipes excluding cost of pipes but including charges for special tools and plants etc., complete 160 mm dia PVC pipes |
| 10 | Drilling by DTH method using appropriate sizes of button bits so as to reach targetted depth with diameter of hole not less than 150 mm from 50 m depth iincluding formation sample collection at every 3m interval including preperation and submission of litholog |
| 11 | Water sample collection and conducting the chemical analysis from NABL accredited lab and submission of reports. Chemical analysis and preperation and submission of test report for basic parameters: (PH,EC,CO3,HCO3,CL,SO4,NO3, PO4, TH, Ca, Mg, Na, K, F, Fe, TDS) for samples |
| 12 | Chemical analysis and preperation and submission of test report for Heavy metals: (Cu, Zn, Ni, Fe, Mu, Cd, Pb, Co, As)for samples |
| 13 | Bore top cap with Air vent 160 mm dia |
| 14 | Providing and laying filter media using HBG metal of 10mm size to a required thickness |
| 15 | Providing and laying filter media using HBG metal of 12.5mm size to a required thickness |
| 16 | Providing and laying filter media using HBG metal of 20mm size to a required thickness |
| 17 | Providing and laying filter media using HBG metal of 40mm size to a required thickness |
| 18 | Providing and laying filter media using HBG metal of 63mm size to a required thickness |
| 19 | Providing and laying filter media using Charcoal |
| 20 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. |
| 21 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying,Vibration and labour charges etc., complete as per standard specification |
| 22 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 23 | Supply and Installing the fencing With Welded Steel Wire Fabric 75mm x50mm Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre centre to centre with 0.40 metre embedded in M15 grade cement concrete, comer, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects. |
| 24 | Providing an fixing MS board (at site) as per drawing including primer, painting, lettering with well finished surface and all lead & lifts as per direction of Engineer-in-Charge. |
| 25 | One-year Operation and Maintenance (O&M) following the Defect Liability Period (DLP-01 year) one-year, ensuring regular upkeep, monitoring, and maintenance, rectification of defects (damage, cracks, erosion in structures, any deposit etc.) of the constructed structures to sustain their performance and longevity and replace of defective sand and gravel. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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